Loading...
HomeMy WebLinkAboutAA148 PARTIAL PLANS WEST AREA B 23.1-25Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA148 PARTIAL PLANS WEST AREA B 23.1-25 Bid Set !"#$%#"& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 32 32 25 24.1 24 N N.1 18 AA701 1'-7 3/4" 10 1/8" (T.O.W. =+102'-2") 26'-3 3/4" (T.O.W. @ +102'-2") 1'-0 1/4" 3 AA350 2 AA231 S6Di S6Di VEFIS VBRK2 11 11 7 FACE OF EIFS CORNICE SHADED PORTION OF WALL IS PARTIAL HEIGHT STUD WALL, T.O.W. =101'-2" REF TO DRAWING 6/AA149 25 24.1 N N.1 18 AA701 5'-4 1/2" 11'-4" 4'-0" 6'-1 1/4" 6 1/4" 1'-0 1/4" 3 AA350 2 AA231 S6Di VBRK2 VBRK2 W06 W06 3 5 4 11 3 5 11 HEAD HT. = +8'-3" ABOVE STRUC. SLAB DR01 HEAD HT. = +8'-3" ABOVE STRUC. SLAB 25 24.1 N N.1 18 AA701 5'-4 1/2" 11'-4" 4'-0" 5'-7 1/4" 1'-0 1/4" 1'-0 1/4" 9'-0" 3 AA350 2 AA231 W06 W06 S6Di VBRK2 VBRK2 3 5 16 4 11 3 5 11 HEAD HT. = +8'-3" ABOVE STRUC. SLAB DR01 HEAD HT. = +8'-3" ABOVE STRUC. SLAB METAL RAILING 01/ AA205 REFER TO S-SERIES DWGS. FOR HANDRAIL ATTACHMENT REQUIREMENTS AT JAMBS N N.1 25 18 24.1 AA701 2'-11 3/8" 12'-7 1/8" 8'-3 1/2" 5'-5 1/8" 1'-0 1/4" 6'-4" 6'-0" 3 AA350 2 AA231 W18 3 5 16 16 4 11 3 5 11 HEAD HT. = +8'-3" ABOVE STRUC. SLAB DR01 HEAD HT. = +8'-3" ABOVE STRUC. SLAB 25 24.1 N N.1 18 AA701 2'-11 3/8" 12'-7 1/8" 8'-3 1/2" 5'-5 1/8" 1'-0 1/4" 6'-4" 6'-0" 3 AA350 2 AA231 S6Di VBRK2 VBRK2 W18 3 5 16 16 4 11 3 5 11 HEAD HT. = +8'-3" ABOVE STRUC. SLAB DR01 HEAD HT. = +8'-3" ABOVE STRUC. SLAB 25 24.1 N N.1 18 AA701 2'-11 3/8" 12'-7 1/8" 8'-3 1/2" 5'-5 1/8" 1'-0 1/4" 6'-4" 6'-0" 3 AA350 2 AA231 S6Di VBRK2 VBRK2 W18 3 5 16 16 4 11 3 5 11 HEAD HT. = +8'-3" ABOVE STRUC. SLAB DR01 HEAD HT. = +8'-3" ABOVE STRUC. SLAB !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ N.5 P P.1 N.1 24 24.1 23.1 N 4 3/8" 20'-0" 9'-0 1/2" 4 3/8" 17'-1 1/4" 6'-7 5/8" 8'-10" 1'-6" 7'-11 1/8" 8 3/8" 4 3/4" 2'-8" 1'-2" 4 3/8" 1'-0 3/8" 3'-4" 1'-2" 1'-6" 2'-4" 1'-7 1/2" 2'-4" 1'-6" 2'-2" 3'-8" 1'-7 5/8" 3'-0" 13'-4 3/8" 4'-7 5/8" 13'-8" 1'-6" 1'-4" 2'-10" 6'-7 1/8" 9'-8" 3'-8" 9'-7 3/8" 4 1/4" 1'-10 3/8" 1'-0" 1'-0" 6" 1'-4" 3'-0 3/8" 2'-9 3/8" 1'-7 3/8" 1'-10 3/8" 1'-4" 2'-8 3/8" 1'-7 3/8" 1'-10 3/8" 1'-7 3/8" 1'-10 3/8" 1'-7 1/2" 2'-0 3/8" 3'-0 3/4" 3 5/8" 1'-7 1/2" 1'-0 3/8" 1'-7 1/2" 1'-0 3/8" 17'-6" 4'-3 3/8" 9'-4" 1 AA353 4 AA354 2 AA354 6 AA334 1 AA232 2 AA232 11 3 5 3 5 5 3 11 17 M8 M8 M8 M4 M4 M4 M6 M4 M4 M4 M6 M4 M4 M4 M6 M6 M4 M4 M6 M4 M4 M6 M4 M4 21 21 21 21 21 21 HOLD DOWN CMU 8" AT RIBBON SLAB EDGE OF CONC. RIBBON SLAB CONC. RIBBON SLAB NOTE: TOP OF CMU OR POURED CONCRETE ELEV. = +1'-8" 1 2 3 5 6 8 4 9 10 11 12 13 14 15 7 16 17 18 19 20 21 EDGE OF CONC. CURB STONE BASE BELOW METAL RAILING, REF. DETAIL 1/AA705 AND S-SERIES DRAWINGS FOR RAILING ATTACHMENT @ JAMB. TUBE STL. COLUMN, REF. S-SERIES DRAWINGS. PLAN NOTES STEEL COLUMN, REF. S-SERIES DRAWINGS. PAINTED PVC TRELLIS ABOVE REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS EIFS SOFFIT OVERHEAD REF TO ADJACENT FACADE DWGS DRAWING LIMITS TO THIS LINE EIFS OVERHEAD FACE OF EIFS CORNICE ABOVE EDGE OF SLAB/ROOF DECK, REF S-SERIES DWGS EDGE OF STANDING SEAM ROOF OVERHEAD LINE OF MTL. CAP BELOW EXHAUST HOOD ABOVE. SEE BLDG. ELEVS. WALL FRAMING IS REQUIRED TO BE HEADED OFF @ OCCURRANCES OF HOLES IN THE PRIMARY STEEL FRAMING VERIFY STORM DRAIN LOCATION 3"X4" PREFINISHED MTL. DOWNSPOUT METAL RAILING, REF. DETAIL 5/AA705 AND S-SERIES DRAWINGS FOR RAILING ATTACHMENT @ JAMB. SIMILAR TO 1/AA705 FOR JAMBS AND SIMILAR TO 4/AA705 FOR SILL. GALVANIZED STEEL ANGLE, REF S-SERIES DWGS SCALE: 1/4" = 1'-0" 6 ROOF AA148 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 SEVENTH FLOOR AA148 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 SIXTH FLOOR AA148 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 FIFTH FLOOR AA148 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 THIRD & FOURTH FLOOR AA148 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 SECOND FLOOR AA148 0 2' 4' 8' SCALE: 1/4" = 1'-0" 7 PLAZA LEVEL AA148 0 2' 4' 8' 10/24/08 A.300 JLS JAW/BAB 06/29/09